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Home My WebLink About34641-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34144 Date: 12/22/09 THIS u~TIFIES that the building NEW DWELLING Location of Property: 350 STIRLING WOODS LANE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) Coualty Tax }4ap No. 473889 Section 88 Block 2 Lot 15.3 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 5, 2009 pursuant to which Building Permit No. 34641-Z dated APRIL 29, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT ENTRY, SCREENED PORCH AND ATTACHED THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to CP~AIG & LARYSSA CORNELL ( OWNER ) of the aforesaid building. S~3FFOL~[CO[~I"fDEPART~T OF H]~LTHAPPROI/~J~ R10-09-0007 EI~-£RIC3%L CERTIFICJ%~q{ NO. 8957 PLIERS CERTIFICATION DA'r~D 11/18/09 JACK GISMONDI 12/17/09 11/24/09 rized Signature Rev. 1/81 Form No. 6 TOWN OF SOIJTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTH~ICATE OF OCCUPANCY This applicatioa must be filled in by typewriter or ink and submitted to the Building Department with tho 1~ 'A. For new building or new use: · 1. Final. survey of property with accurate location of all buildings, property lines, streets, and unusu~t~ cai ~ . to. pographic features. . I~1 c~ 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 1~ .3. Approval of electrical installation from Board of Fire Underwriters. I~l 4. Sw0m statcmcn~ from pluml~r certifying that the S°lder used in system contains less than 2/10 o~[ead.~ 5. Commercial building, industrial building, multiple resideaces and similar buildings and installatib~z, . of'CWff~.Compliancefrom architect or engineer responsible for the building. [ [ .features. . ~ .2. A properly co~51eted epplication and conseat to inspect signed by the applicant. If a Certificate of Oceupancy is denied, the B~ilding Inspector shall state the reasons therefor in writing to the applicant. C. Fees / New ConstrUction: Location of Property: Date. ~Old or Pre-existing Building: House No. Street O~ 0r Own~ ofPmp~: f~'Z ~UffO~ Co~tyT~ Map NO 1000, S~fion ~ ~ ~ Bilk Certificate of Occupancy - New dwellin~?2~0, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming peel'S25.00, Accessory b~ing $25.00, Additions to accessory building $25.00, Businesses $50.00. Certificate of Occupancy on Pr.e .~ting Building - $100.00 ' Copy of Certificate of Occup~y - $.25 Updated Certificate of Oc.~ancy - $50.00 Temporary Certificate o,~Oeeupancy - Residential $15.00, Commercial $15.00 (ohe~k one) Hamlet PermitNo. 7~ g[ DateofPemt. Hml~ Dept. Appmval:~ Pl~ng Bogd Approval: .R~uest for: Tempor~ Ceffifimte Submitted: $ ~~~ Filed Map. Lot: Underwriters Approval: Final Certificate: (check one) (-~Al~pli6~ant Signature Box ;t?g OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CE R? I F i C AT I 0 N (please print' certify that the ~older usect in the wazer suppi'; system contains less than 2/10 of !% lead. Nob{y Pubiic. Stat~ of I~ ~ No. 01FU4882475 Qualified in SuffolkCountv // uommi$$ioo Expir~ Jan. 20, 20.~ Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8957 Date: 11/24/09 Issued to: Cornell Address: Sterling Woods Lane Introduced By: EECO Electric Village: Southold License#: 2781-ME Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic Ist Floor [] 2"d Floor [] 3rd Floor Garage Conversion Basement [] Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G,F,I, Microwave }lo~l Smoke Detectors 97 80 118 20 I 10 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 3 I 1 Gas Gas 2 Furnace Oil Gas Heat Zones Whirlpool Exit Signs i Yes 4 Rough Insp II Final Insp. Meter Amps Phase Motors 9/10/09Il11/24/09 I 200A UG 1 Other Equipment: 3-Zone Central A/C, 100A Sub Panel Permit#: Section: Block: Lot: This Certificate Cannot Be Altered In Any Manner FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34641 Z Date APRIL 29, 2009 Permission is hereby granted to: STERLING HARBOR, INC 137 EAST 29TH ST., APT.lC NEW YORK,NY 10016 for : CONSTRUCTION OF NEW SINGLE FAMILY DWELLING PER APPROVED PLANS AS APPLIED FOR. at premises located at County Tax Map No. 473889 Section 088 pursuant to application dated MARCH Building Inspector to expire on OCTOBER 13455 MAIN BAYVIEW RD SOUTHOLD Block 0002 Lot No. 015 5, 2009 and approved by the 29, 2010. Fee $ 2,675.20 Authorized Signature Rev. 5/8/02 ORIGINAL INSPECTION [/~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE '~---- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST /~FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ,-- ~ iNSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ] FOUNDATION 1ST [ ] FOUNDATION 2ND .~)~FRAMING ~ [ ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~]~ROUGH PLBG. FO~ATION 2ND [ ] INSULATION [//]/FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST~(X~rRUCTION [ ] FIRE RESISTANT PENETRATION REI~A,~KS:f~ /~~ DATE ~//~C~ INSPECTOR ~ ' '~-~/~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~)4~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ~ C~' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ./) [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~f_'-/'" ~ /7 ~ -~: '-- l~. /~/ REMARKS: ~ /'~ DATE ~ ~- ~--/- o~ iNSPECTOR .~. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [~FRAMING ~/~,~[ ] FINAL ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION INSPECTOR '~, ~)'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~FINAL /\ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~ ~ ~ DATE II ~-I~- o c/ INSPECTOR '~~'~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION2ND [ ]IN~ [ ]FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-.' ~'~ INSPECTION [ ]m~ [ ] ~ ~m'r~ ~.~o~ TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION /~FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ~'IE, T,D INSPECTION R~PORT I DATE ..................................... ~S~ATION PER N.Y. ~0q~~ STATE ENERGY CODE TO~VN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLI~, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined .,~] { ~; ,20((i Approved ii 1'-~)ck ,20((il Disapproved a/c Expiration MAFt - 5 2009 BLD& DEPI, _ ,~,. 11}wN 9.[ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: ~ 157¢~-p~ ~ .A,~ lC ~Y ~Y I~°/~' Building Inspector 'LICATION FOR BUILDING PERMIT Date INSTRUCTIONS ietely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of ~,~s, accurate plot plan to scale. Fee according to schedule. /'b.~lot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, &fid waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections..- ~..-~'~'~'~ (Signature of applicant or name, ifa co~gforation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electriciah, plumber or buimer Nameofownerofpremises .~rl-~l //,q C . .~ lZb~ /7_ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized o~fi.~_cer / , · (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of la_nd on.which proposed work_will be don.~ .\ H~)use/{/umber/ ~Str~et k Hamlet County Tax Map No. 1000 Section Subdivision ~<"~,~,,Z _/ O tk p~ Filed I~¢g'No; '.,:, 2,~ i~- Lot ' State existing use and occupancy of premises and intended use and occupancy of proposed construct~o,n: a. Existinguseandoccupancy ~/t~t~c,t~ I~d. ,/Io ,x.~- b. Intendeduseandoccupancy ~_ tA?l¢_ ~&,,,vl,'(~ (,'lO,r'lt~- Addition Alteration Other Work Fee (Description) 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost ~/ ~o~>~ooo . 5. If dwelling, number of dwelling units q If garage, numberof cars 3 (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensi~s~6~xisting structures, if any: Front Rear Depth Heigt,¢~ N Number of Stories Dimensioh,s~of same structure with alterations or additions: Front " ..... Rear -~:~ .... Depth-~ * Height 8. Dimensions of entire new construction: Front '~'2-. Height ~<~, ¥ ~ Number of Stories 9. Size oflot: Front ..~_>~" ' Rear /~"~ Depth Number of Stories I~,: I Rear SZ'~ L.~epth ~l~''] ] 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 4~ . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 14. Names of Owner of premisesrq'~c Name of Architect ~tlc 5'~.~,~_r ¢2- Name of Contractor 13. Will lot be re-graded? YES__ NO g Will excess fill be removed from premises? YES__ Address ~ g~[e "~V Phone No. 9~ Address ~,~o~ ~ Phone No aS Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO _ * IF YES, SOUTHOLD TOVCN TRUSTEES & D.E.C. PERMITS MAY~B/E REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO~x~_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. (~)Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: ~OUNTY O~,(-(-q3a.~ ) ~.~.~' · .~"),X~C.O ~/J-4' being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ~)Ue is the ~ fh ( (Contractor, Agent, Corporate Officer, etc.) 'said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; at all statements contained in this application are true to the best of his knowledge and belief; and that the work will be rformed in the mariner set forth in the application filed therewith. om to-before me this ~ 5/ day of~ ~ ~o. ~,~ ~,Y~ Signature of Applicant PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS GEORGE D. SOLOMON JOSEPH L. TOWNSEND APR 15 2009 BLOG. DEPT. TOWN OF $OUTHOLO PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 To: From: Date: Re: Michael J. Verity, Chief Building Inspector Martin H. Sidor, Chairman April 14, 2009 Standard Subdivision - Sterling Harbor Inc. at Bayview Located on the n/s/o Main Bayview Road, 300.21' elo Midland Parkway in Southold. SCTM#t000-88-02-15 Zone: A-C The Planning Board has reviewed the above referenced application for Final Approval at their April 13, 2009 Work Session. Final Approval is scheduled to be granted at the next Public Hearing date for thc Planning Board which is May 11, 2009. Prior to granting Final Approval for this proposed subdivision, the Planning Board has also reviewed the applicant's request to commence building on one of the proposed lots in the subdivision. Based upon careful review and consideration, the Planning Board has decided to waive the restriction on grading and construction in Section 240-6 (C) for Lot 3, and allow the applicant to begin construction of a single family residence on Lot 3 prior to the subdivision receiving final approval. The Planning Board will waive the provision via a formal resolution at a special meeting scheduled for April 27, 2009. We will provide your office with a copy of the resolution after it has been adopted. PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS B~ DG D[PI. TOWN OF $OUTHOLD /~ )ril 28, 2009 'LANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Mr. Joseph Read cio Sterling Harbor, Inc. 260 Cox Neck Road Mattituck, NY 11952 Re: Standard Subdivision of Sterling Harbor, Inc. Located on the n/s/o Main Bayview Road, 300.21' e/o Midland Parkway, in Southold SCTM#1000-88-2-15 Zoning District: AC Dear Mr. Read: The Southold Town Planning Board, at a meeting held on Monday, April 27,2009, adopted the following resolution: WHEREAS, this proposal is to subdivide a 14.1529-acre pamel in the A-C Zone into five lots where Lot 1 equals 49,652 s.f., Lot 2 equals 41,302 s.f., Lot 3 equals 42,550 s.f., Lot 4 equals 41,056 s.f. and Lot 5 equals 410,845 s.f. and includes a 40,944 s.f. building envelope and 369,901 s.f. of preserved area; and WHEREAS, the Southold Town Planning Board granted Conditional Preliminary Plat Approval on the map prepared by John T. Metzger, L.S., dated October 22, 2005 and last revised on November 8, 2006, on January 8, 2007; and WHEREAS, the applicant submitted a completed application for Final Plat Approval on December 19, 2007; and WHEREAS, the Southold Town Planning Board carefully reviewed the above- referenced application for Final Approval at their April 13, 2009 Work Session and has determined that Final Approval is scheduled to be granted for this application at the next Public Hearing date for the Planning Board on Monday May 11,2009; and WHEREAS, the applicant has submitted a request to the Southold Town Planning Board on March 25, 2009 for permission to obtain a building permit to construct one single-family dwelling on Lot 3 of the subdivision prior to Final Approval being granted for this proposed subdivision; and Steriin.q Harbor at Bayview Pa.qe Two April 281 2009 WHEREAS, pursuant to Southold Town Code §240-6(C) General Application Procedure: "No construction, improvement, grading or clearing of land or other disturbance of existing conditions shall be commenced or undertaken on land for which an application has been filed pursuant to this chapter until final approval of the application has been granted, except as expressly provided herein"; and WHEREAS, pursuant to Southold Town Code §240-56 Waivers of Certain Provisions: "The Planning Board shall have the authority to modify or waive, subject to appropriate conditions, any provision of these subdivision regulations, if in its judgment they are not requisite in the interest of the public health, safety and general welfare, except where such authority would be contrary to other ordinances or state law"; and WHEREAS, the Southold Town Planning Board finds that the following masons support a decision to waive the restriction on grading and construction in Town Code §250-6(C) for Lot 3 prior to the subdivision receiving Final Approval: The applicant has completed and fulfilled the requirements of Sketch and Preliminary Approval as required by Southold Town Code §240-9-13 and §240-15- 19, including a public hearing on the proposed subdivision; and 2. The applicant is in the process of completing all of the requirements for Final Approval as outlined in §240-20-24; and The applicant has received Suffolk County Department of Health Services approval on the map prepared by John T. Metzger, L.S., dated October 22, 2005 and last revised on November 8, 2006; and A copy of the water bill demonstrating public water has been connected to each of the individual lots on the proposed subdivision site was submitted to the Southold Town Planning Board on April 22, 2009 and has been accepted by the Southold Town Planning Board in lieu of a Letter of Water Availability from the Suffolk County Water Authority; and The Southold Fire District has reviewed this application and submitted letters on January 30, 2006 and February 27, 2009 to confirm that adequate fire protection exists for th'is proposed subdivision; and The applicant has submitted the required Park and Playground Fee pursuant to Southold Town Code §240-53(G) in the amount of $28,000.00 on March 6, 2009; and Sterling Harbor at Bayview PaRe Three April 28, 2009 7. Approval of the Final Plat is imminent. The Planning Board has scheduled the application for Final Approval on May 11, 2009 pursuant to the applicable requirements of Southold Town Code §240; be it therefore RESOLVED, that the Southold Town Planning Board hereby agrees to waive the restriction on grading and construction outlined in §250-6(C) for Lot 3 only, as shown on the Preliminary Plat approved by the Planning Board on January 8, 2007, and allow the applicant to begin construction of a single-family residence on Lot 3 prior to the subdivision receiving Final Approval from the Planning Board. This resolution is subject to the following conditions: 1. The applicant must provide access to Lot 3, pursuant to Southold Town Code §144- 8(D), that provides sufficient access during all seasons and will support utility trucks, work trucks, and emergency access vehicles. 2. The applicant is not authorized by this resolution to grade or construct any other lots in the subdivision prior to Final Approval by the Planning Board and the issuance of a building permit. 3. The applicant must contain all stormwater run-off on-site pursuant to Chapter 236 Stormwater Management. If you have any questions regarding the above, please contact this office. Very truly yours, Martin H. Sidor Chairman CC; Building Department Town Engineer Tow n of __ Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ~PROPERTY LOCATION: e.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SURUI~m. STORM-WATEP~ GRADING, DRAINAGE AND EROSION CONTROL FL'. C~'~l ,tIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK Item Numbec (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain ,NI Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off oreated by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impelvioes sudaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Lar~l Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Rune ng through the Site? Is this Project within the Trastees jurisdiction or within One Hundred (100') feet ct a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizcotul Distance? Will Driveways, Parking Areas or olher Impervious Surfaces be Sloped to Direct S[hrm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material; Removal of Vegetation and/or [he Construction of any Item Within the Town Right.of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Wil~ this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? r'~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm.Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review PHor to Issuance of Any S uildlng Permltl EXEMPTION; Ye._As N~o Does this project meet the minimum standards for classification as an Agricoftural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Recluiredl -- -- STATE OF NEW YORK COUr,U ....... SS That I 3 ..... ~ \" ~ ' ...... ~. ................ ~..M4~.....~.at, ................... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signMg And that he/she is the ~ ~ ~.~ ' (Owner, Contract', Agent, Corporate Office~, elc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all atatement~ contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; .................. ...... da, .............. . '/ ............. ........ ........ .......... " ......... ; ......................... FORM - 06107 · EPT~C SY$7~-M l- ~'P I~00! 6AL.. tI~EC4$T ~E~TIC TANK fMTIV ,~' ~dlAfD C~L. LAR ~ ~OTTOM TO ~ 3' ~lkL ~BOV~ 6MOUM) fIA TEW .~25.00' R, L.~39.32 El_EVA TIONS ARE RL~-EMENCED TO AN A~SLIMED. DA TUM I om femillor with the STANDARDS FOR APPROVAL ~ AND CONSTRUCDON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES end will obide b.v the conditions set forth therein end on the permit to construct. The Iocetion of wells end cesspools shown hereon ore from field observer/ohs end or from dote obtoined from others. ~r ~L;~RAnoN OR AOO/~ TO THIS SURVEY IS A WOL~noN OF EECnON 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC~70N 7209-SUBDI~SION 2. ALL CERUFICA~ONS MEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ~'10~ SieNA TURE APPEARS HEREON. SURVEY OF PROPERTY A T BA YVIE F TOFN OF SOUTHOLD SUFFOLK COUNTY, N. Y. IO00--I~-OR-P/O 15 ~AL~: 1~-40 ,lAN. 27. 2009 FEB. $, 2009 FEB. 19, ~009 (PROP..HSE.) MARCH 3t ~O09lRevi$1on 5 bedroomsl RAIN RUNOFF CALCULAT/ONS DWELLING 30¢8 ~q, ll, 3068 · 0.17 '~ I = 52.2 cu. II. 52~/42.~ = 12.4 VF PROVIDE $ DRYWELL 8'¢·4.5' OEEP AREA'42,4,,°9 SO. F::T. LOT NUMBERS REFER TO "FIN/,L PLAT STANDARD SUBDIVISION FOR STERLING HA3BOR /NC" ~--~. ~5 Z,c.. NO. ~6~,~ (6Jl) P6~:~$~,~X/(6JI) 765-1797 P.O. BOX ~9-": 1250 ~A~LER SURVEY.AT BAYVIE~rOF PROPERTY TO~N OF SOUTHOLD SUFFOLK COUNT~ N.Y. 1000-88-02-P/0 i5 SC~E: ~4o FEB. ~ ~00~ . ~EB. 19, ~oog ~PROP. H~EJ MARCH ~ 2009 {Revision 5 bedroomsl ELEVATIONS ARE REFERENCED TO AN ASSUMED. DA TUM I am familiar with the STANDARDS FOR APPROVAL'~"~ AND CONSTRUC1?ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide b.y the conditions set forth therein and o permit to construct. The IocoUon of wells and cesspools shown hereon ore from field observations and or from data obtained from others. ANY ALTERAllON OR ADDITION TO THIS SURVEY IS ,4 VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER~TFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF' SAID MAP OR COPIES BEAR THE IMPR£~ED SEAL OF THE SURVEYOR WHO$~ ~IGNA TURE APPEARS HEREON. AREA-42,499 80. Fl'. LOT NUMBERS REFER TO "FINAL PLAT STANDARD SUBDIVISION FOR STERLIN~ HA,TBOR INC' MAY 14 2009 BLDG. DEPT. TOWN OF SOUTNOLO / ~ : '">5" \ i ~~t/X (6J1) 765-1797 SOUTHOLD, N.E 11971 J ,+ ST LP,~ LP~ LPg4 SCDHS Re(.# RI~-09-O007 SEPTIC MEASUREMENTS 3 40' 30,5' SEPTIC SYSTEM (,5 BEDROOMS) $'~ 1500: GAL. PRECAST SEPTIC TANK LEACI'~N~ POOLs 8'~ 6.5' DEEP W/TH $' SAND COLLAR (SM) BOTTOM TO BE 3' ~ ABOVE GROUND WA TER ~25.00' ~'2' L .~ 3 9. ,~ ELEVATIONS ARE REFERENCED TO AN ASSUMED. DA TUM I om fo/nil/or with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ond w/il obide by the conditions set forth therein ond Der/nit to construct. The Iocotion of we/Is ond cesspools shown hereon ore from field observot/ons ond or from doto obtoined from others. ANY ALTERA770N OR ADDI770N TO THIS SURVEY IS A VIOLA~70N OF' SECTION 7209 OF THE NEW YORK STATE EDUCA770N LAW. EXCEPT AS PER SEC~70N 7209-SUBDIV/SION 2. ALL CER77FICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SUFF. CO, HEALTH SERVICES OFFICE OF WASTEWATER ~GT. SURVEY OF PROPERTy A T BA YVIE~r TO FN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. 1000-88-02-P/0 i§ SCALE' 1 ~40 JAN. 27, 2009 FEB. $, 2009 FEB. 19, ZOO9 (PROP. HSE.) MARCH 3, 2009(Revision 5bedrooms) MA Y 5, 2009 (FORMS) MjA Y I$, ZOO9 (FOUNDA T/ON) ' UL Y 27~ ~009 (cerlliicolien~) ' NOV. I0, 2009 (final) ',..,. :.. - , CORNELL LARY$$A CORNELL F~ST AMERICAN TI~E ~SURANCE CO,ANY OF NEW YORK RA~ RUNOFF CALCULA T/ON~ .SANK OF AMERICA DWgLL/NG 306~ sq. ll. 306~ ~ 0.17 ~ I 5~/~.~ ~ 1~.4 PROVIDE 3 DRYWELL 8'~4.5' bEEP AREA"42,499 SQ. FT. LOT NUMBERS REFER TO ~FIN,~L PLAT STANDARD SUBDIVISION FOR STERLINS H; ?BOR /NC' 82'-6" c I I - " % · , ~ BY OLYMPIC MAN U FACTU RIN 0 1~ ~'-6" 3'-73/s'' ; 15'-llV~" ~ 4'-6" , 3'-4V~" 6'-6" UNDI~U,BED SOIL (MINIMUM 3ego, CAPACffY]. MINIMUM 8"IM,EDMENT INTO THE C,ONCR~E. EACH ANCHOR BOLT ARE TO FINAL PLaT STANDARD SUBDIVISION' FOR STERLING HARBOR INC. AT BAYVIEW , TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. ~00~-88-0£-15 0 1BO 200 300 Scale, 1' = 100' NAY 14, 2007 JAN, II, 2008 (~ddlllon~ MARCH 20, 2008 ladd[#on$) A DECLARATION OF COVENANTS AND RESTRICTIONS HAS BEEN FILED IN THE COUNTY CLERK'S OFFICE AND THAT SUCH COVENANTS AND RESTRICTIONS AFFECT THE SUBDIVISION AND PROERTIES WITHIN IT. N/O/F NORTH BA YVIEV ASSOCIATES 63'53 / TOTAL ARE, A. = 9.251 BUILDING FOR OPENLoT 5SPACE . SO, FL) / . '7 FARM', L'AND I ACRES PUBLIC WA~R LOT 4 S. 63'10'00'E. 42,196 SO.FT. 15.00' '~t - ~ 150% N SO.~. V 344~ ' THE FINAL ~4AP HAS BEEN ADOPTED pURSUANT TO THE .TERId$ OF THE AMENDED CHAPTER E40, SUBDIVISION OF LAND EFFECTIVE AUSUST ~4~ ~004 THIS'IS TO CERTIFY THAT THE $UBDIV£SION PLAT HAS BEEN APPROVE~ ~Y THE PLANNING BOARD OF THE TOWN OF $OUTHOL9 ,~Y RESOLUTION OE APPROVAL DATED BY CHAIRMAN PLANNING BOARD TABULATION OF AREAS PRF_.?~.¥ED AREA ,INCLUDEs 15' STRIP ALONG WEST LINE OF STIRLING WOODSLANE 8.~919 ACRES STIRLING WOODS LANE 0.7198 ACRE LOT I IJ368 ACRES LOT 2 0.9482 ACRE 6.7f/ LOT 3 0.9756 ACRE 6.9~ LOT 4 0.9687 ACRE 6.8~ BUILDING ENVELOPE LOT5 ~ I~' WIDE ~ CCESS 0.DIPO ACRE TOTAL 14.15Z9 ACRES IOOfl I HERE~Y CERTIFY THAT THIS SUBDiViSION PLAT VAS MADE FRO~ ACTUAL SURVEYS COMP~i THAT ALL MONUMENTS SHO~/N THUS · AC ~ 3HO~/N AND ALL DI~ ~,~ THE SOIL, SITE AND GROUNDWATER DEPARTMENT OF HEAL TH SERVICES SUPP4 Y(E) AND/OR SEWAGE,DISPOSAL SYSTEM(S) FOR THIS PROJECT MY DIREC17ON. BASED UPON A CAREFUL AND THOROUGH STUDY OF CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY STANDARDS IN EEFECT A5 OF THIS DATE. JOSEPH FJSCNETTI, P.E. ~ T~IR POSIT]ObIS ARE CORRECTLY lC DETAILS ARE CORRECT. ~0. 49618 RECE'f ,[EB 2 0 2009 ~ SdFc ,:,: ,, .: LOaF,r< TOTAL. AREA=i 4,15£9 ACRES OR 616,501 &F, KEY MAP 1"= 600' CROSS SECTION SEPTIC SYSTEMS L. OTI &2 I - I000 GAL, PRECAGT SEPTIC TANK TO BE '~' ABOVE GROUND RATER HUbSE ROAD TYPICAL PLOT PLAN CESSPOOLS TO BE 150' MINIMUM ~.ROM ALL WELLS (POTABLE WATER) LOTS I & ,2 TO BE FILLED TO, EL. 15 TO ACCOMMODATE THE SEPTIC SYSTEMS HI~4EST EXPECTg~ EL. 6.0 SCDHS WITNESSED TEST HOLE 1~1 TEST HOLES TEST HOLE If2 ..... Y~ATFJ~ AT EL. 6.0 TREE PLANTING SCHEDULE ~ · STREET ~REE NORWAY MAPLE~ SUGAR MAPLE~ PIN OAK, ETC. 40 O.C. - 5' OFF STIRLING WOODS LANE ROAD LINE ~ = EVERGREEN TREE ;N 50' BUFFER IN LOT I-DOUBLE ROW STAGGERED 15' O.C. '~ · TREE IN 30' BUFFER ALONG LANDS N/O/F OF AKSCIN DOUBLE ROW OF MAPLES, PIN OAKS, ETC. lB' O.C. 7'z BE*i'WEEN ROWS TREES TO SOUTHOLD TOWN SPECS. SITE: 15455 MAIN BA YVIEW ROAD TOWN OF SOUTHOLD SUFFOLK CO. UNT~N. K ZONE: AP?L/CAN T: · STERLING HARBOR INC. 260 COX NECK ROAD MATiiTUCK, NEW YORK 11952 (631) 298-0424 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HAUPPAUOE, N.Y. NY.S, LIC, NO, 49618 PECONIC SURVEYORS, P.C. ¢631) 765 - 5020 FAX (63J~ 765-1797 P, O, BOX 909 1Z30TRAVELER S7REET SDUTHDLD, N~ iJ97J 02-142 ALL WATER LINES TO BE A MINIMUM.OF I0' FROM. SEPTIC SYSTEMS AND DRAINAGE STRUCTURES · 3'-0" , 28'-5V2" 4'-1" 5'-g" , 4'-1" 7'-6" 6'-0" 7'-11V~" 15'-8" ', ~ I (2) 2~IOACQGIRDEA I ~ : (2) 2XIOACQGI~DER : ~ l , ,, ~, , , : ~'.~' : -~ -- ~ ..... ~%~' I , ~ , ' I~5['.~-~¢J,YJ ~2) 1.3/4X11-7/8 Mb a~aM , {2) l-a~Xll-?/8 ML B~A~J : ; ........................ GARAGE '~ m ...... , ' ~9 0 f-lOV/' 1'-101/2" AMENDMENT A-3 / ~ ~ ~ r / ' S -" --~ .................. ~ * ' ' 0 OFF CE ....................... , ~: .... . ,~ , , __ ~ , ,, I m m ~ 12Xl~ F,C. COLUMN ~ I CTN3D-2 <OVER> ~3052-2 ~~ ~ ........... 5'- 7z/,'' 4'- 7z/,'' 6'-6" , 5'~6" 4'-lZA'' , 3'- 11~/," ,: 6-31/~'' ~. 82'-6" AMENDM[NT 82'-71/:" 5'--11/2'' 16'-2" 12'-3V/' 4'-1" 5'-9" 4'-1" 21'-5V2" 15'-8" ., 2'--8"T g'--71/2' 2' 101/2" 2'--101/2"o .. ~'--9" ~ 1~'--6" ~ ......................................... ~ ~ .... ~ ~~~ ,,' ~:~ ~ ~: ,~ ~ ~ ~- ~PCAD , , 13 -O ' , 21 -g ....... J % X , II1~ ~/,/MASTERBATH~ Y ' i , , ~ ~ OPEN ~ M ~ ~'; ~%~W// ~ . ,. ~ , , .~ _~_~_~ ~~~ %~ ~/~/ ~ ~ ,o,_~,,,, ~ ~ ~,_~,, ~ ,WALK-IN ~ i li~ i, X ~ /.''~ ~% ~ ............................ d ' - , ................ ~ , ~ ~ 2 BEDROOM No. 4 ~ ~ ~ ~ % AJ ~ BEDROOM No. 3 ~ ~(BELOW : , J ~'-~" ~3'-~o" , I i (~) 1-3/4xTd/4 ML HDA , ~,,~*L~ ~ ~ --~ ~~ .................. , ~ 4'-0~/4" 4'-03/4'' 7'-5" 7'-4" 3'-- 1 I/2'' 10'--31/2'' 13'-0" 8'- 1V2" 14'-g" 13'-01/2''13'-g/21" 82' TV=" 2ND. FLOOR3).EXTERIO~,HEATHINGTOBE1/2"THICKFIRCDXPL~OOD. 8).INSU~TECEILINGS~ITHA30,N,U~TION. S~LE: ~/4" = 11 01 4).PEOVIDE3-2X8DF~2HEADER$OVERALLOPENINGSUNLE~g 9],ALL~AL~ANDCEILINGSTOBIEPROVIDEDWITH1/2"~HE~AOCK - OTHERWISE NOTED. ALL OPeNiNGS OVEA 3 ~. TO HAVE 2 JACK ~UDS BATHROOM5 TO HAVE MOI~U RE-RE$I~ANT $HEETROCK ~YPICAL). AMENDMENT -- ,1~-- /', ',' , FRONT ELEVATION ~o~¥ ~,,;-~ ~ ~o~ o~ SCALE: 1/4" = 1'-0" NEW YORK STA AS ~EQU[RED NDITIONS ~ - ,~ SOUTh'OLDTOW'NZ~q PLUMBEH CERTIFICATION ON LEAD CONTENTBEFORE OCCUPANCY OR C~T/F/CA rE OF OCCUPANCY '' -~ :' -~--'~----~ .... SOLDERUSEDINWATER USE ISUNLAWFUL SUPPLYSYSTEMCANNOT WIT~-{OUT CERTIFICAT, ~ EXCEED~OOF~L~AP. OF OCCUPANCY PLUMBING ALL PLUMaING WASTe APPROVED AS NOTED TE~rNG'BEFORE COVERING FEE: DATE: ~ NOTIFY BUlLDIN~ DEPArTMeNT AT FOLLOWING iNSPECTIONS: 1. FOUNDATION 2. ROUGH 4. FINAL ~ .... ' -~' BE COMPLETE FO~ C O, .... ALL CONST~UCTION SHALL MEET TH~ REQUIrEMeNTS OF TH E CODES OF NEW YORK STATE, NOT RESPONSrBLE FOR DESIGN OR CONSTRUCTION ERRORS. ~ , L~ L~.. RETAIN STORM WATE~ ~UNOFF _. ~ _ _ LE~ ELEVATION SCALE: 1/4" = 1'-0" NAILING &CONNECTIONS REQUIRED. 82'-8" 28 -512 5'-9" , 7'- 111/:" , 15'-8' 3'-0" ' ~" 4'-1" 4'-1" , 7'-6" , 6'-0" , 16'-5" ,2'-5' 2'-101/2" 7'-1 1~/2'' 7'--81/:'' 7'-- 11'/2" 7,_ 111/2" 6--2 6--2 ~ . Z'-4V~ ., ~ , , ~ ...... , ....... ~. .~ , , 7 O ACC O &DE~ ~2) 2XlO ACC ,IRDE~ . ~ ' J , 2). VERIFY WITH MANUFACTURE'5 IN.RUCTIONS ~ITH LOCAL .................................. {2SC~32~'~6.~ .... ~, " ~ j : 1) ~OILERSHALLDEIN~ALLEDON~MOOTHCONCRETEB~E. J ~ ~ -I o~ THE EQUIPMENT INVOLVED. 3'-0" 9'-71A'' ~ ~ ~ ~ .~ ~ -- ~--t ..... ~ ~ ~ , , ~,' ......... ~ ........ , ...... , , ........... : ... , ~ , . ......... , .... , , ' ~ ~2) l'3/4Xll'7/SMLB~M ' f2) I']/4XH'7/"MLB~A]~I : ~ ............ ' I I gARAGE ~ ~ ' L~' "*e'" 4 ...... %: ........ V--~ .... '. , X 6'-1a/4''' , 6'-1aA"/ t 9'-2ZA'' 9,12,A" 7"-9,A" " I ...... 9,~9,, '-- 1 -101/2 [ ~ -~u,/= 4'- o;/~" . 4'- 0~/4" ,, /3'~6' ,, J 3'-0" ~' ~z" W-ri" 8'- V~" 3'-7%" 4'-~" 3'-7%" ~'-~" ,~-~/2 , '~ ~ ., ,' .1,_~,, 1'_6" ~ l, ........ 4~ ~ 1'-6" 1'_8" BE A~ACHED TO SILL ,~TE, WITIH 3X3 'QUARE ~A'HER AND NUT. FOUNDATION ,). ,OUNDATION '~B TO BE 4" THIC~ '000pti CONC"~B ON COM'ACTEb HLL SCALE: 1/4" = 1'-0' RE~OFTHE~LAB. THEBLOCK-OUT5ATCOLUMNBASESEHOULDBEEQUARE ~ % ~ ~ , , , , ~ / ~ SCREEN PORCH 8 ~ ~ J ~PLATE ~SIO~T J ~ I ' ~ B'-o" PLATE HT~ ~ - m : 3'-0" 10' 37~" , ~ 13'-0" , , 8'--11/~'' , 3'-7%" '1'-6~ 1'-6' " [ ........ B 1'-6~ SCALE: 1/4" = 1'-0' ¢ PAOVIDE ]- 2X,O DFC2 HEADERS OVE~ ALL OPENINGS UNLESS 9]. INSULATE CEILING5 ~ITH A]o INSULATION, HVING ,pACE: 2116.B iQ, ET, MICROLAM HEADER' BATHROOMS TO HAVE MOI~URE-AESISTANT SHE~ROC K ~P'CAL) ]tE\rlSIONS' f12'-7~&" 3'-1V2' 16'-2" r 12'-5V2" 4'-1" 5' 9" 4'-1" 21'-5V2" ,' 15' 8" .' ,f 2'-8" 9' 71/2'' 2'-101/2" ,2'-101/='' 3'-9" , 13'-6" , 4'-21/2'' , · r - ~ ' -~ ', ~ , ~A~TER BED[ ~ ,, ~-- ............ 7'-2 1/4" 13-1 ~ ~ 2' 4" ~ - : BALCONY HALL ? ~ WALK-IN CLOS~ ', . I ~ ~ " 9' " '/~ ' ...............~~ ~~_"'~ X~~~'' ....................... '- I/ _ ~ x ~J , ,, , - , ~ , , ~ ~ =l -~1 ~ ,~oo~,o.~ : ,., r Ill ~ o, ', ,, , , ~ '11 . ~, ql , ' .~N30-2 <OVER> ~3045-~ ,' 0 , ,, ....................................... 4' 03A'' 4'-03A" 7'-5' 7'-4" , ~ ~ ,. . ....... 3'-1 W' ,. ~ 0'- 3V~" 13'-0" 8'-1W' 1 ¢'-g" , , 13'-0W' 13'- 9~/~" 82' 7~/~" 2ND. FLOOR PLAN ,,.,~.,o.,.,...,.o.o,.,,,,..,~,,.~.,~oo~. SCALE: 1/4"= 1'-0' ~ PKOVIDE3-2XBD'~2HEADEESOVE~ALLOPENING'UNLE'S g).ALLWAL~ANDCBLINGSTOBEPROViDEDWITH1/2"SHEETKOCK I / / / / / / C L~YOVERPLATE ROOF PLAN SCALE: 1/4" = 1'-0' REVISIONS' mmm BALCONY HALL ~ D/B" ~P~-X FIRE ~TED DIFFERENCE ~ ~ , ..,..... ...... . ......... ....-..,. ............ . ........ ....- ........... . .... . A-7 RE~rSIONS. II REINPORCEDCONQ, FTG. 24X12 CONC FTQ. SECTION B-B SCALE: 1/4" = :L'-O" TYPICAL WINDOW OPENING (LESS THAN 4'-DXS'-0'1 OPENING) TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENING) SLOPE 1/4 PER FOOT PITCH TO DRAIN HOUSE SEPTICSYSTEM PLUMBING SCHEMATIC I I TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8"0" OPENING) AS PER TABLE 1609,1.4, N.Y,S. RES. CODE: ALTERNATIVE FOR OPENING PROTE~ION (IF NOT USING IMPACT G~ING) WINDBORNE DEBRIS PROTE~ON FASTENING SCHEDULE FOR WOOD STRU~URAL PANE~ WOOD STRU~U~L PANELS WITH A MINIMUM THICKNESS OF 7/16" AND HAXIMUM PANEL SPAN OF 8 FE~ SHALL BE PERMI~ED FOR OPENING PROTE~ON IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER G~ZED OPENINGS WITH A~ACHMENT HARDWARE PROVIDED. (REFER TO SE~ION 1609.1.4, 1609.6,5 AND TABLE 1609,1,4 OF N.Y,S. RESIDENTIAL CONSTRU¢ION CODE). THIS I5 NOT A SUBST~UTION FOR DESIGN-PRESSURE, ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPG~DES WHERE APPLICABLE. ALL PANE~ MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DO0~, SHU~E~ HUST BE MARKED FOR WHAT OPENING ~ISTO COVER. HARDWARE MUST ACCOMPANY SHU~ER5 FOR INSTALLA~ON. _ - _ / ::~:;~,~o.,~,,~...,~.,o~o~.,~. STORM WATER MANAGEMENT DETAILS L~AL ME~URE~ THAT PREVE~ ~T~ NEGLECT, ADVE~E ALTERATION, AND REMOVAL. GU~ERS DO~N~POUT~ DRAIN PiPE A-9 J I NYS ENERGY COMPLIANCE NOTES VJINDO X)S AND DOORS: WINDOW AND DOOR WITH WOOD TRIM: 1). INSULATE HEADER 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE, 3), SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW-EXPANSION FOAM, OR EDAM BACKER ROD AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE. WINDOW AND DOOR WITH DRY~ALL RETURN: 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING, 2). DC) NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY, PLUMBING AND ELECTRICAL: SEALING PENETRATIONS: ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.B. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2,0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THiS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. SERVICE WATER HEATING: IF VERTICAL PiPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER, ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" IN DIAMETER, CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES iNSULATION AND VAPOR RETARDER AS WELL. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUSq- HE DONE IN ACCORDANCE TO ECCCNYS 503.3.L HVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN iN ECCCNYS 503.2, NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03,3.2 AND 503.3.5. TEMPERATURE CONTROLS MUST iNCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER {FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS U~ED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE {OF AT LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMiDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE HUMIDITY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS DE INTAKE AND EXHAUST MUST BE CLOSED. DUCTS AND PIPES: DUCT AND PiPE INSULATION IS REQUIRED FOR ALL HVAC DUCT~ORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503,3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS I02.B.3). DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES MUST BE INSULATED. WHENEVER POSSIBLE. MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE, IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCT~ORK (ECCCNYS 503.3.4). ALL PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUC'['~ORK MUD[' ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR F~BROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS, TAPES MEETING UL 1B1B MAY BE USED FOR FLEX DUCTS. DUCT TAPE iS NOT ALLOWED FOR DUCT SEALING. WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE, REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE, KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE IS A GAS RANGE. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE With ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTiLATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TO THE COMPLIANCE ANALYSIS, UNCONDITIONED BASEMENTS: 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 2). INSULATE THE STAIRWELL BEq%~EEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. 4). SEAL DUCTS IN BASEMENT, B). SEAL AIR LEAKS IN THE FLOOD SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE BASEMENT DOOR. .FRAMING: SEALING BAND JOISTS DURING C:ONSTRUCTION: 1), CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NA[UNG IN PLACE. 4). CAULK OR USE ADHESIVE BET%~EEN DRYWALL AND TOE PLATE. SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF DARTS IN FLOOR JOISTS, ALONG EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. 1ST. FLOOR DECK: 1), FULL INSULATE JOIST CAVITIES. 2). INSULATION TO BE SUPPORTED 'O(/[TH 'g~IRE RODS. EXTERIOR OPENING HEADERS: SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL IS THINNER THAN WALL CAVITY. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: 1). PROVIDE HORIZONTAL BLOC~KING AT 4B" O.C, AND AS NEEDED FOR NAILERS. 2). FIT CAVITY INSULATION CAR[EFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE 'TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 4), TOENAIL iNTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. CAVITY SEALING ON EXTERIOR %K)ALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS, EXTERIOR CANTILEVER FLOOR \gglTH INTERIOR AIR SEALING: I). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 2). SEAL SOFFIT AND BAND JOIS;T WELL ENOUGH TO PREVENT WJNDWASHING. 3). SEAL SUBELOOR JOISTS WITH ADHESIVE. 4). SEAL INTERSECTION BETWEE'N JOISTS AND WALL WITH SOLID BLOCKING. THE BLOCKING SHOULD Sit ON 1tHE INNER EDGE OF THE SUPPORTING PLATE, A~EACHED GARAGE; 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE CEILING WITH ADHESIVE. 2).SEAL GARAGE CEILING FRAMING AND DRY~ALL TO KEEP OUTSIDE AIR FROM PIPE AND DUCTS, 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. 4). PROVIDE BOTH INTERIOR A,ND EXTERIOR AIR BARRIER TO THOROUGHLY ISOLATE THE FLOOR SYSTEMI AND REDUCE POTENTIAL PROBLEMS. DROPPED SOFFIT ON [NTERIOB*, WALL: USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES. INTERIOR SOFFIT ON EXTERIOR WALL: 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER, 2]. HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE FRAMING INTERIOR SOFFIT5 OR UTILITY CHASES, 3). SEAL AIR BARRIER JOINTS INISIDE THE SOFFIT OR CHASE. KNEE WALL SUPPORTING ROOF: 1). SHEATH WALL BETWEEN WAkLL AND RAFTERS AND INSULATE WALLS TO PREVENT WIND WASHING, 9), IF RAFTERS ARE SUPPORTED~ BY WALL PLATE USE INSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR PULL LOFT: INSULATION SHOULD BE FLUFFED TO iTS FULLTHICKNESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING AND DRY~ALL. IN CEILING ANID FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE ',WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS, CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER pIPES AND OTHER OBSTACLES: AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER ~TUFF INSULATION TO GET IT TO FIT. DOCUMENTATION OF R-VALUES: FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARIqNGS ARE VISIBLE TO THE BUILDING INSPECTOR, ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS. etc. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. CATHEDRAL CEILINGS: 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING, 2). PROVIDE BLOCKING BET',X/EEN RAFTERS OVER WALL PLATE. RES,check So ware Ve sJorl 4.2.0 Compliance Certificate J 1 A-10 A-11 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS FOF~ P~OPEF~ WIND F~ESISTANT ,~ ~OOD OONST~U. OTION. FOLLOW MANUFACTURE'5 t~ECOMMENDED INSTALLATION INSTF~UCTION5 TO AOI41EYE MAXIMUM UPLIFT LOAD C. ApAOIT'r'. RAFTER -- WALL STUD ~ - · HEADER DOD I SIDEWALL~ RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS QN LOCATION JSP NUMBER DESCRIPTION APPLICATION LOCATION JSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE JSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP LSTA24 1-1/4"x24" 20ga, STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"xt2" 20ga. STRAP APPLY TO EACH JACK STUD ROOF FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER Wt THREADED ROD ALL OPENINGS PT3 OR PT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 ~ 8ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ~24"OC WALLSTU~ -- ~ RAFTER ;~ ~HROUGH-~OOF EXHAUST ~ ~ VENTS SELECTED AND ~CATED BY CONTRACTOR METAL STRAP ' CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD O ~FTE~ ~ MAINTAIN SILLPLATE(S) [) , , , WALL~HEATHING ' ~ ~ VENTILATION WOODJOIST~ , ....... , .. ,.. SIDEWALL FLASHING I ' BLOCKING FOUNDATtON_ . _ . _ .' _ - ,' .'- .' / FINISH WALL AND MOISTURE / ~ ~ ' 2x4,SOFFIT JOIST A~IC SHALL BE PROVIDED WITH A ~ ~ ~ ~ ~ FASCIA MINIMUM NET FREE VENTILATING AREA ~- ' 7 NOT LESS THAN 11150 OF THE AREA OF ~ ~ GUTTER THE SPACE VENTILATED ALL OPENINGS ' ORROS,O SCR NSU W.T SHALL BE COVERED WITH C N- ~ OFFIIT /EXT. PLYWOOD ~ ~/ BARRIIER TO LAP FLASHING STAPPING TO BE ATTACHED TO WALL STUDS ~48"o0 ~ AT WALL -~ MAINTAIN GAP AND ALL WINDOW/BOOR OPENING JACK STUDS % /~ / BETWEEN WALL FINISH AND WOOD GIRDER ROOFING TO AVOID SOAKING :LOOP JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION /~ / -~ ~/ WALL STUD O 4" - 8" LSTA24 t -1/4"x24" 20ga. STRAP oNANDALLJACKoPENINGsSTUDS ~ ~ ~ ~ ,' PROVIDE HEMMED EDGE AT OPENINGsREStSTANToFMETAL% INcHMESHIN DIMENSIoN.WITH MESH . ~ / /~ /~ FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION ~OFFITE~ E~VE 8"-,4" L,TA3O 1-1/4"x30" 18ga STRAP ,ND JACK STUBS ON ALL OPENINGS ~_ ~~~~ GAP T,O PREVENT CAPILLARY~ ~~~/ACTIOiN 4"- 6" RAFTER RTl0 10'3/4" x 18ga' TYDOWN ANCHOR EACH RAFTERcoNNECT TO *OO' ~'~TI~T'O~ / PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. 8"- 12" RAFTER PT20 2~-1/8" x 20ga. TYDOWN ANCHOR EACH ~FTER 5OFFITED E~E DETAIL 14" - t6" LSTA36 t-1t4"x36" 18ga. ST~F AND JACK STUDS 3N ALL OPENINGS % ~ ~..'~ ~ KEEP ROOFING NAILS OUT BASE FLASHINIG WRAPS CORNERS MATERIAL AS ROOFING S UNDER SHINGLES AT NAILED TO SHEATHING / ~ ~ ~ ~ SlD~4~NCH~SANDLAPS THROUGH VENT SHINGLES AT ~ASE M]N. 4 INCHES WOO~ JOIST WOOD JOIST 1 ST. FLOOR WALL STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASNIN~ AT ALL EAVES, 51DEDALLS, WALL STUD FLOOR JOIST DEPTk JSP NUMBER DESCRIPTION APPLICATION ~ND ~A~5 -- P~O~IDE NE~ED EDGE5 50 KEYWAY FOOTIN a CONC, FTC. ' ANCHOR BOLT CONNECTION I ~: ', ' : (USP LBPS58 OR BP583) (CRAWL SPACE OR FOUNDATION) I STORY 72: CC TTPIC~L ~EA~ DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36" CC 5TELL / ~OTTOM WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC ~OOF J~C~5 ~ vENT5 DET~,IL (SLAB-ON-GRADE) COHO, SLA~ N ~o~ I//// 0 JOIST ~OO~ ~ //// USE 2X8 ~ STEEL BEAM , r' '~ ~ ~ i"%%1~*~ NOTCH JOIST AND AD~UST HEIGHT IDESOFWOOD ~'~ ~ '~ ¢ · ; .. ~ STEEL BEAM TO ALLOW FOR SHRINKAGE ~%:, ~ ~ ~-~-- ' ~ ' 4, .- ~/' " ~ ~ NOTCH BEAM FOR MUDSILL IF REQUIRED-- MAXIMUM ~ ' . E ~ . : n~' ' ~ .~ ~ SHEETMETAL/30~FELTUNDERBBAMATPOINT DRAIN TILE ~~ 2L~ ~ -- STEEL BEAM . °" CONTACT W, H COUCR T OR CONC, "~ "' SHIMS TO LEVEL BEAM TYPICAL COHO. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ~ REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '~ ' REINFORCE FOOTING WiTH (2) ~ REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~ARA~E DO0~ ~LOCKOUT ~E~ pOCkET mmmm MH/MS SCALE: NTS JOB # ~ 13, 2009 SHEET NUMBER' A-12 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS L/SE THE FOLLOUJ[NG OF~ APPROVED usg METAL CONNECTOR5 FOR PROPEf~ UJIND RESISTANT CONSTRLLCTION. FOLLOLU MANUFA, CTLIRE'5 RECOMMENDED rNST~,LL,4TION INSTRUCTION5 TO ~,CHIE',/E M,~,×IMUM UPLIFT LO~,D C,4PACIT"r'. KING STUDS CRIPPLE STUD - CLIMATIC & GEOGRAPHIC DESIGN CRITERIA '~4'[]A, MAXIMUM RAFTER -- GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN INEATNERING LINE TERMITE DECAY DESIGN LJNDERLAYMEN1 LEDGER HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS - MODERATE SLIGHT TO 45 LBS. t20 B SEVERE 3 FT. TO HEAVY MODERATE it NONE ~, ~ ~ RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNEETED TO BLDG. USING l/,T' DIA. BOLTS L~L6"OC WFFH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AN D COVERED PORCH NOTES: RIDGE-TO-RAFTER CON N LOTION I ~AFTER SIZE JSP NUMBER DESCRipTiON APPLTCATION LOCATION USg NUMBER DESEP,[PTION AppI TCATION 1). Unless otherwise noted, all framing material to be #1 ACQ pressure trea~ed lumber. LOCATION JSP NUMBEg DESCPJP-FJON APPLICATION 2x6-2x8 LB26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS LSTA12 1-1/4"x12" g0ga. STRAp APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvlnlzed or stemless steel. 5TAIF~ F~AILINO '~ ROOF LSTA24 t-1/4"x24" 20ga. STRAP APPLY OVER g/DGE TO EACH RAFTE~ 2XL0 LB210 18ga. SLOPE HANGER APPLY TO EACH RAFTER ! LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored ~-~ ~ RAFTER 5), Flashing shall be installed between the building and ledger. Lapping up the sheathing % o girder(s). BALUBTERS RIM/DECK JOIST- -~) o ~ ~'~ WALL STUD O WALL STUD ~ o OPEN I~LUSTEF4 ATT~,C. NS~ TO LU~HL. ~ RAFTER TO PLATE/STUD CONNECTION '/" i'°rany c°ntact wlthAcQ' HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION USg NUMBER DESCRIPTION APPLICATION ALL I~ANDRAILB SHALL BE CONTINUOUS THE FULL LENGTH LOCAT/ON USP NUMBER DESCP~PT~ON APPLICATJON CONNECT EACH NAILING SCH EDU LE OF THE STAIRS, HANDGR[P PORT~ON OF ALL HANDRAILS CONNECT TO RAFTER/PLATE RTl5 TYDOWN ANCHOR RAFTER TO pLATE POST-TO-DECK CONNECTION SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4"' 6" RAPTER RT1D 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN, (2) 1/2" DIA. GALV. BOLTS WI'fH WASHERS AND NUTSROOF S H LATH I N G: 4" MAX. I 4" DIA. MAXIMUM,GIRDER/HEADER O ROOF FRAMING: GIRDER/HEADER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM - SEC LAP NAIL APPLICATION '%' -/ I TO RAFTER WFCM- BBC END NAIL DECK/PORCH ~,~,ILING SPLICED JOISTS OVER HEADER/GIRDER. ,~×,~SOLIDCOLUM~ PBS,c4/PRSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMNIi BLOCKING 2-BdCOMMON EACH ~ TOE Dx6 SOLID COLUMN PBS66 / PBSEE6 / KC6E POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL FLUSH JOISTS WITH HEADER/GIRDER ~ ~)OUBLEgX ~ BOTTOM PLATETO: PER MINIMUM) END JOIST OR BLOCKING CEILING JOIST TO BLDG. CON NECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED W~TH II FOR HEADER H EADER/GIRDER-TO-POST CONNECTION ~ ~NCE EACH FACE AMI BANDJOISTTO: 2-16d COMMON FOOT ~ I~, ~ LAG BOLTS HOLLOW COLUMN UPLIFT SiLL OR TOP PLATE , .- . ~ SIMPSON STRONG TZE NODEL STRRm DECK POST FTC. CONNECTION J'~ek ~1 ~ JOIST/ BD S PLIER D JOISTS OVER HEAD E RIG I RD E R_ INSTALL AS PER MANUFACTURE'S RECOMENDATIONS LOCATION USg NUMBER DESCP. TPT,ON APPLICATION DECK/PORCH LEDGER CONNECTION ' USE WITH RTIO TYDOWN ANCHORS 4X4 POST PAL44. OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING A-Il NAIL NAIL NOTES JOINT DESCRIPTIOh QTY. SPACING RAFTER TO 8' WALL; 3-Bd COMMON EACH TOE-NAIL TOP PLATE 10' WALL, 4-8d COMMON RAFTER CEILING JOIST ff WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE O' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 1 Sd COMMON EACH END TO RAFTER END NAIL NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO 2 - 1 Sd COMMON PER FACE NAIL TOP PLATE FOOT TOP PLATES AT (t _ 16d COMMON JOINTS FACE INTERSECTIONS LA, SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD O,C, NAIL HEADER TO I6d COMMON 18" O.C, FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE 3ILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3- 16d COMMON EACH TOE SILL OR TOP PLATE SLEEK NAIL EACH FACE LEDGER STRIP 3-16d COMMON JOIST NAIL TO BEAM PER TOE ,~.% ~- JOISTToONBEAMLEDGER 3 - Bd COMMON deIST NAli¢~ ,~, ~,t BAND JOIST 3 - 16d COMMON ~, TO JOIST ~ BAND JOIST TO: 2- 16d COMMON FOOT .., SILL OR TOP PLATE [CEVISIONS' SECOND FLOOR E CLAY BASEMENT REINFORCED TYPICAL FIREPLACE SECTION HIGH DAMPER SMORE WITH PARGING STEEL AIR GRILLE SLAB 'V FIRE CLAY FLUE LIN ER'm"~ NAMBE STEEL ANGLE CONVENTIONAL FIREPLACE FLUE LINER DETAIL AT CHIMNEY AIR DIFFUSER TYPICAL FIREPLACE FRAMING DETAIL 51DE 5ECTION NOMINAL1' AIRSPACE WITH NONCOMBUEYJBLE INSULATION RUMFORD FIREPLACE INSTALLATION OF WOOD FRAMIrBEICK CHIMNEY CONCEALED MEMBERS AT CHIMNEY BEHIND STUD WALL CHIMNEY PAN STEPPED-PAN THROUGH WALL FLASHING FLOOR FRAMING AT FIREPLACE MIN. MJN, FIREPLACE HEARTH EXTENSION REQUIRE~?~TIBLEMATEmL FIREPLACE CLEARANCE GENERAL FIREBOX WALLS CORBELTNG EE lO INCHES OF SOLID MASONRY. FIREBRICK SHALL CONFORM TO ASTM C 27 OR C 1261 MASONRY CHIMNEYS SHALL NOT [~E CORBELED MORE THAN ONE-HALF OF THE CHIMNEY'S AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING TO FROM A ~/ALL OR FOUNDATION THAT IE LESS THAN 12 INCHES iN THICKNESS UNLESS IT FIREBOX DIMENSIONS CHANGES IN DIMENSION TERMINATION SMOKE CHAMBER FLUE LINING (MATER~AL INLET ASH DUMP CLEANOUT CHIMNEY CLEARANCES CHIMNEY CRICKET TO ASTM C 199. WHERE NO LINING IE PROVIDED, THE TOTAL MINIMUM THICKNESS OF HEARTH AND HEARTH EXTENSION HEARTH EXTENSION DIMENSIONS FIREPLACE CLEARANCE FOOTINGS AND FOUNDATION SHALL NOT BE IN CONTACT WiTH THE MASONRY OK CONCRETE WALLS LESS THAN 12 iNCHES FOUNDATIONS FOR MASONRY FIREPLACES AND THEIR CHIMNEYS SHALL BE CONSTRUCTED FROM THE iNSIDE SURFACE OF THE NEAREST FIREBOX LINING. OF CONCEDE OR SOLID MASONRY AT LEA~ 12 INCHE~ THICK AN D SHALL EXTEND AT LEAEY3), EXPOSED COMBU~IBLE TRIM AND THE EDGE~ OF SH~ATHIN O MATERIAL~ SUCH AS ~OOD FOOTINGS SHALL BE FOUNDED ON NATU~L, UNDL~UE~ED EARTH OR ENGTNEERED FILL SIDE ~ALL~ AND HEARTH EXTENSION IN ACCORDANCE ~ITH N,Y.S. RES CODE FIGURE ~1003.12, BELO~ F~O~ bEtH, P~OVIDED SUCH COMBU~I~LE TRIM OR SHEATHING IS A MINtMUM OF 12 [N~HES FROM THE F~SHiNG iN$[DE SURFACE OF THE NEAREST FIREBOX LINING, FILL BRICK CHIMNEY EXPOSED (TYP.) FIREPLACES BACK TO BACK IN PARTY FIREPLACE CLEARANCE RECTANGLE FLUE LINING RECTANGLE FLUE LINING (MODULAR) AREA A E T ~g IN' B7 7-L/2" ti-l/2" 3/4" B7 11-1/2" [1-1/2" 7/8" lg0 11~1/2'' L5-i/2" 1" {O ROUND FLUE LINING / A-14] OENEf ,A,LNOTE5 W,ND FRAMING NOTES NAILING SCHEDULE ........................ PL ,N CONTENT, : 1). RIDGE-TO-RAFTERASSEMBLY:ROOF FRAMING: occu. ANcr CLASSIFICATION RE$1DENTrAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES E~UlLDING USE RESIDENTIAL DLgELLING When a collar tie Is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING ~tliLDiNG HEIGHT (~EE PLAN~) CONSTRUCTION NOTES: ineechendofthecollartieneednotexceedthetabulatadnumberoffldnailsinthestrap. RAFTERTO 8'WALL:3-SdCOMMO, EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMOI~ RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OP CONSTRUCTION (SEE Intent and framing details. They ere intended as a construction aid, not a substitute _ataral framing and shear wall connections for rafter, ceiling or truss to top plate shall be m CEILING JOIST 8' WALL: 3-5d COMMON EACH TO TOP PLATE 13' WALL: 4-5d COMMOA JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters =RESCRIPTI~/E AS PER N.¥.S. RESIDENTIAL CONSTRUCTrON CODE AND State building codes. The General Contractor is responsible for providing standard ar trusses shall be attached to the wall top plate aed the wafi top ptata shall be attached to CEILING JOIST TO AS PER TABLE 3,7 EACH FACE DESIGN CRITERIA 2OO~ SE~C HIGH UJIND EDITION, ~00D F~Ah1E CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally :he to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SEC LAP NAIL sound and a weatherproof completed product. ~hall be connected with uplift connections in accordance with table g.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE F~Ah11NG ELEhIENTS AS PEf~ FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SEC LAP NAIL E)<T. ~ALCONIES 2). The General Contractor is responsible for ensufing that all work and construction ~). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3 4 EACH FACE DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. A/all studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SEC END NAIL ATTICS ~u/o STORAGE I0 These codes are to be considered as part of the specifications for this building and ~ccordance w/th table 3,3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. ~tuds shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS ~u/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOUJ LOAD) 20 EACH END fLI1/E LOADS PSF) 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON ROOPIS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). ii. WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL =irst wall studs shall be connected to the foundatio~n, sill plate, er beftom plate with uplift ROOt"lB (SLEEPING) 50 4). The designer has not been engaged for construction supervision and assumes no mnnectom. Steel straps shall have a minlmum emlbedment of 7 inches in concrete WALL F RAM IN G: stairs responsibility for construction coordinating with these plans, nor responsibility for 'oundatlon and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL NOTES GAURDRAILS (ANT ~IREDTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety :he plate and nailed in accordance with table 3.3b, When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING precaudcos and programsin connectlonwith thework. Thereare nowarrantieafor a 2oftom plate, 3inch squarewashesshallbeused~iththeanchorboJts. Anchorbod ExpoSURE CATAGOR'r' (DESIGNED FOR CAT. C) spectflc use expressed or implied in the use of these plans. ~pacing is to be spaced and sized ~n accordance t~ table 3,2a. In add/f/on to spacing, TOP PLATE TO _~. 16d COMMON PER FACE NAIL anchor bolts are ta bespaced between 6-12inche~ fromtheend ora sill plateand all TOP PLATE FOOT SEE NOTE: I LOAD pATH SEE CONSTRUCTION ANDEJlND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. :orners. TOP PLATES AT t - 16d COMMON JOINTS FACE (ROOP - FOL~NDATION) i DETAIL PAGE ~t GENERAL NOTE 6) The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5), TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO .~. 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND ~JINDOLU ECNEDL~LE or exceeds manufacture's specigcations and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD C.C. NAIL attached with 8d common nails at 6" o,c, at the palnel edges and 12" o,c, in the field, and PIRE PROTECTION 7). The General Contractor is to consult with the owner for all builEin items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" C.C. FACE I~ BEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. 9dges and 10" o.c. in the field shall be in accordan,ce with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL ($hlOKE ~ C02 DETECTORS) 5). Wind load requirements shall be taken into account during construction. PLATE TO STUD ~ - ~ 6d COMMON PER 2x0 STUD NAIL ENERGY OALCULATrONS 5), TYPE II EXTERIOR SHEARWALL CONNECTIDNS: BOTTOM PLATE TO: PER FACENAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Ty~eI~extad~rshearwa~ss~aflmeettherequ~rem~ents~ftabta3~f5a-bfimes~heappr~pdate FLOOR JOIST, BAND JOIST .~-~CdCOMMON FOOT BEE NOTE: ~,2 1 ), The General Contractor and Mason to review plans, elevations, details and notes te ength adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:s.ow SPEED DESIGN WEATHERINg2 LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED Allowable sidewall lengths provided in table 3,14 shall be permitted to be increased when NAIL NAIL NOTES 2). All footings to rest on undisturbed (virgin) soil. ntarior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTy. SPACING 20 LBS. t20 B SEVERE 3 FT. MODERATE BLIGHT TO t 1 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting ~.4.4.2 and 2.2.4 respectively. JOIST TO: 4 - 8d COMMON PER TOE TO HEAVY MODERATE cencrete er masonry walls occuring in exterior or unheatad lnterier areas. ~). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOPPLATEORGIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 'leader and/or girder connections shall be attache~ with uplift connections in accordance BRIDGING TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4). Any new concrete walls being attached to existing concrete structure shall Nth table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON EACH END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with #5 re-bar, f 8" long at 12" c.c.. Use approved epoxy for installation. ~.5. BLOCKING 2 - 8d COMMON EACH TOE 5), Unless otherwise noted, all slabs on grade to be 2500 p.s.i,, Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 6" C.C. SEE NOTES: f,3 poured en 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: EACH TOE INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: f ( BOTH FIELDS to be minimum 3.1/2 inch thick. Ail fill ta be compacted to 95% relative densiiy with A/here a gdge is to be used as a stmctural beam, t:he rafters shall either be notched and BLOCKING TO, 3. t6d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top ef the beam or slope connectors cheil be attached te each rafter-to-ridge SILL OR TOP PLATE ~tlong the open ceiling part of the building. Connections to the ridge and wall shall be be I LEDGER STRIP 6). Crawl spaces to be provided with a minimum t8"x24,' access opening. Install one attached with the above requirements. TO BEAM 3" 16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 ' JOIST NAIL NOTES 8xlCcastironfoundationventfereverytS0sq. ft. ofarea. I DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE I JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 7). Dampproof extedor of foundation with bituminous coating as per section R406 of TO BEAM 3 - 8d COMMON N.Y.S. Residential Construction Code. A 6-mil polyethylene git shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to back/Ill/rig. MI fasteners, hangers and anchors to be galvin/zed or stainless steel TO JOIST 3 - t6d COMMON JOIST NAIL fi. For roof sheathing wflhln 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachmenta required shall be used. 8). Drainage as per section R405 of N,Y.S. Residenhal Construction Code. Girders2)' GirderSon concretef°r deck jo/Step/ers tOshallbe beb°ltedanchoredt° eachwithPOStproperWith washerSsteel connectorsand nutS.anchored SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. FRAMING NOTES .to concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. ROOF SHEATH IN G: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1 ). All framing techniques and methods as prescriptive design of 2008 SEC High Wind 3), Posts supporting girders shall be anchored to a, 12"xl 2"xl 2" thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" die x 8" long anchor bolt with ~washers and nuts, Footings Shall be 3 ft. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. AS PER TABLE 3.8 2). Unless otherwise notad, allfram[ngandstructuralwoodmatarialtabe#2*BTR, below grade. Porches with covered reofs shall hav,e12" dia. concrete piers for the girders.STRUCTURAL PANEL "d WFCM-SSC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE Douglas Fir. 4). Deck Joists to have blocking at 8'0 o,c.. CE ILI N G S HEATH I N G: SHEATHING LOCATION AT PANEL EDIGES SUPPORTS in THE PANEL FIELD NOTES 3), Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installec~ between the building and ledger. JOINT DESCRIPTION NAIL NAIL , otherwise. _edgertobefaatenedtobuildlngwithl/2"dia. bolt~swithwashersandnuts QTY. SPACING 4'EDGEZONE 18dCOMMON@6"O.C. 8dCOMM NB 20,C. NOTE: 2 FOR PANEL FIELD O I" SEE NOTES: 1, 3 { BOTH FIELDS) 7" C.C. EDGE 4). Unless otherwise noted, all beadng wall headers to be (2) 2x10 #2 + BTR Doug. Fir, ~vhere needed. GYPSUM 5d COOLERS 10" O C, FIELD INTERIOR ZONE 8d COMMON @ 8" C.C. 8d COMMON @ 12" O.C, SEE NOTE: 3 WALLBOARD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all ~). Concrete piers shall be a minimum 8" above gnade. openings. LVL headers to have <3)jack studs and (2> full length studs on each side of WALL S HEATH I N G: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 8'0 and 2x6 wall openings between 5'11 and 8'g, Provide fire I :o girder(s), JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING ~), Covered Roofs shall be assembled and anchor,'ed the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing w/thru 4 feet of the ~;erners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvin/zed hangers and PANELS WFCM - SEC be used. anchors where appticable to all connecting joists, PLUM DING NOTES z/f0" GaB ed COMMON 3" C.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be Installed as per N.Y.S. Residential pLYWOOD 6" O.C, FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Cede. GYPSUM 5d COOLERS 7" O,O. EDGE G>0,49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10" O.C. FIELD 3). For exterior panel siding, galvin/zed box nails shall be permitted to be subshtuted for common nails. ?). Provide 2- 1-3/4" th,ok microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOG R S HEATH I N G: NOTE: ether access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION ' NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ]). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing anq plates to protect and secure the structure. Venfy with the QTY, SPACING ~vhere applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS M COMMON 6" C.C. EDGE EXISTING CON DITIONS. MINIMUM 3000# CAPACITY. Provide blocking/bridging in floor joists al 8'0 o,c,, Use solid blocking in floor joistsHVAC SYSTEM NOTES f OR LESS 12" C.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under~)' all bearing wails. 1 ). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N OTB S: 2)' USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. requirements. 3)' INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baf~es at eave vents be[ween rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 5~ctlon R[~O2.8, - FIREtBLOCKING REOUIRED ladhered with PL4fl0 adhesive and screwed to floor joists, Finished flo°r t° be installed ELECTRICAL NOTES: members she. be douUed, or aflernata ce. hoOters, A-15 NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTERTO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMOI~ RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMOi~ JOIST CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - f6d COMMON EACH END TO RAFTER END NAIL NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO -~ - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT t - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO .~ - 16d COMMON 24" FACE STUD C.C. NAIL HEADER TO 16d COMMON 16" C.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM ~ - 16d COMMON PER 2x4 STUD END PLATE TO STUD ~ - 16d COMMON PER 2x0 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST Z- 16d COMMON END JOIST OR BLOCKING FOOT BEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER IDESHIELD SNOW SPEED DESIGN WEATHERINg2 LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED MODERATE SLIGHT TO tl NONE 2g LBS. t20 B SEVERE 3 FT. TO HEAVY MODERATE NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO. 3- t6d COMMON BLOCK NAIL SILL ORTOP PLATE LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- t6d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O,C. 5d COMMON @ 6" C.C. SEE NOTES: f,3 INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: t ( BOTH FIELDS' NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SEC 7/16" OSB 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. F~ELD 7" O~C. EDGE 6YPSUM 5d COOLERS 10" O.C. FIELD WALLBOARD